HomeMy WebLinkAboutC108MH frame And Cover --
Neenah R -164$ Or Equal
For Mbtert/pht Inatallatlons
Neenah R- 1916 -F, Or Equal
112' Cement Mortar. --/'�
Manhole Steps 0 16' a /c,
Rubber Gasket Jo+hts
A.S. T.M. C44J
A.S. T.M. C478 Rehf. ----..
Cone. Manhole Seetlons
Note: Lift Holes Shall
Be Mod In w1h
Non -Shrhk Mortar
f Precast Inverts Pro Wde -
1' Appraa COmbp Between
Ppe And Channel Concrete
At Plonetratlon
0
Bed Bose SoctIm In
4' (Mh.) pass B" Conn
Or Carpacted Gilwvlar
BOW# Motedo% CantbrmIng
INDOr sax o2, Site No. 6
Notes- Preformed Bltumon Sto/s, Kent
g Sid Or Equal May Be Used Between
Ad/f/athg RIngs In Lieu Of Mortar
e�
a�
Nbtert/pht nex/b/e „bhb
Shah' Be Res -Sedl (Prke
Bros.), Lock dbht (Interpoce
Co.), Kor- N -Seol (U.S
Class 'A' Cone. Ppe), Or Equal.
Cana Fbl `7
° 4w
4 —_
d
CITY OF CARMEL r TYPE I & ii
STANDARD DETAILS MANHOLES
al« Jenny If" SWO Net To We Dr o.e op �. � 0tve4 NeT« ep
Note: Preformed But)Y Rubber
StaYant Between MH Adbstk[p
Rhps May Be Usrd In Usu Of
Cement Mortar
Channel Shelf Unless
Otherwise OMected
onels
Mo.
I ANUAMU Ut I AILa JtU l IUNAL FLAN
�n,r«y If10 twMr Not To fete wen bolors.. i5a.wing No" G4
MH nwne s Cover
Neenah R-1042, Or Equal
for Ntrf"ghf stallat/ons
Neenah R- 1916 -F, Or Equal
1M' Mtn. f7nished
/ Powrrnont
"Ad)/stlnp —N. H10 7hroaded Rod (4 Repd)
RAvps
• q 2- H*xlh' Preformed Bufyl
Rubber Sealant Strps, Concrete
SoJlant Inc. r)pe CS -SD? Or
Equal In Eoch Joktt.
E/ata
Precast Concrete Catch
Bosh May Be Used /n
Lieu Of Masonry Construction
Shown. Provide 6' to 12"
Of Adbolinp Rhys.
not dote
Top Of Costknp E /evrrllon
As Shown On Drowlnys
And Frome Lead To Moh Lho -
FLAT GRATE — PLAN
Invert Vevat /on-
As Requlred
ro• I Square 11 a• 4-
- Expdn
/on t Joht
(T 000
r I L Concrete Curb
East Jordan 704A
or equal
CURB GRATE — PLAN
�6
j4 0 /2 EW-
rop R Batton,
SECTION
b
CITY OF CARMEL CATCH BASIN
STANDARD DETAILS DETAIL
Dale J«wwy tee soul« Not To two Dro n Ir � Dro.Mq N.. Cti
SEWER PIPE
1) ALL SEWtR PIPE SHALL BE PVC PIPE MIN. SVR Jd
2) FAR PIPE 15- INCHES D/AM£7ER AND wALLER. PIPE, nr W4 AND .0N)WO SMIUS SHALL CONFORM ro AS7M 0 -10.74
EXCEPT 7HA r THE STANDARD DYMiN376W RA AO OF 7HE OuME DVAMENR Or 7HE PW TO WALL 7NlCKNESS MALL NOT
Exam ,TS
J) FAR P/PE /B- INCHES DIAMETER AND LARGER. PIPE f7777NO4 AND ,ON77NO SYSTEMS SHALL CONFORM 712 ASM r -679
WTH A T -1 WALL 7MCKNESS
4) ovr SYSTEMS SHALL Of ELASMWE77/C SEAL (GAS(Er) TYPE.. SEALS SHALL Ca*-O M 70 ASW F-477 REOWREMENIS
,CYNT MATERIALS A/VIO 7ES7WG SHALL CGWfOiRM rO A= D-J212 Aff1Q lPfWNM
5) AU SE'RNCE COWHEC77 NS SHALL BE MADE USNG A WYE ANO A BENID. 7EES SHALL BE USED ONLY AS DIRECTED
BY 7HE ary 7ErS AND WYES SHALL BE DYE CAST OR FAC7WY FABRI►CAIED. ALL SERWCE PIPE SHALL Be SW ja
6) CGWN£C77GWS 70 E4S7WNG P/P1NG SHALL BE MADE USNG nE,1 &E REPAIR COUPLINGS BY PFRNCO OR EQUAL.
11140 i NO 00
giawa
4" of imp
bf(�4.EIi/t(AfC
0
e�
CITY OF CARMEL PIPE
STANDARD DETAILS SPECIFICATIONS
■ deee.y IM eve MM To bee pirew er Jw •alt `awl Nre« Ckli
ALL WVU MAIN AND SEVER PIPING SHALL BE 71:V D IN ACCORDANCE W17H INDIANA CODE AND IDEM
RE MA 17ONS
AIR PRffSVRE ACCEPTANCE TEST
1) CQVTRACrOR SHALL PREFORM AN AIR PRESSURE 7ESr ON ALL ORAWTY SEDER PIPE IN ACCORDANCE Wt7H AS7M F -1417
SPECV70A 17ONS
T) 7HE GOW7RACr W SHALL FURNISH ALL EOU/PM£NT, MA7ERIALS, LABOR, AND CONDUCT me TfSr UNDER
019S><RVAMN OF drY PERSONAL.
J) MrST MEINQQ
A) LOW PRESSURE AIR TEST MEltlao SHALL BE WE IWE PRESSURE DROP METHOD,
THE PRE3wRE USE'0 IN 7HE 7>rST wAa B£ 7Hf STATED PRESSURE mrAin THAN THE AVE'RAOF BACK PRESSURE
OF ANY GROUND WfA TE'R ABOVE THE PIPE:
THE 77Mf RETJtIIRED fw 1NE PRESSURE IN THE 7ESr SE'CAAN rO DROP 1.0 pslp SHALL BE MEASWED USING A
STW WA 7CN. IF INC AME EXCEEDS WE 77Mf DETERMINED FROM A57M F -1417 7HE SEC770N FAITS
FORGE MAIN AND WA7F'R MANN PRESSURE AND LEAKAGE 7FSTS
!)AND LEAK TEST ON ALL MAINS UNDER 7Hf LABOR, N AND NA ON OF q7Y P RSONAL RY FAR THE HYDROSTATIC PRESSURE
2) 7ESrS PRESSURE SHALL Of 100 PS OR 150X Or NORMAL PIPE OPERA WO PRESSURE, WH ICH EVER /S GREATER.
J) LEAKAGE 7E ST PREsSI'/RE SHALL NOT BE LESS 7NAN 7HE MAXIMUM OPMA IWO PRESSURE' or 7HE PIPE:
THE DURA17AN or THE LEAKAAf TEST SMALL NOT BE LESS THAN TWt7 HOURS ALLOWABLE LEAKAGE SHALL NOT
EXGIEEO 9 poll?h Or PIPE DIAMETER PER MILE Or PIPE /H 24hr.
DE7'LfCIIAN TEST OF PVC SEVER PIPE
1) ,Wj jZ . LAG t1MEC71oN- &T'ORE fWAL ACCEPTANCE OF SEWER L#VES; ALL SCC77ONS Of' SENfR PIPE 6- INCHES AND
LARGER SPEC0E0 DIAMETER SHALL Of MEASURED FOR WR77M RING DinfCP W BY THE CONTRACTOR AND W7NESSED
BY THE Pry. MAXIMUM DEFLECAON UNDER FULL LOAD SHALL NOr EYAE£D 5X Or WE ASW DESYGNATED AWRAGEE INSYDE
DIAMETFR AS DE7SRM#VED BY THE LABORATORY FOR THE SFEGYf/ED PbP/IVGi
J) rAIL lRES- SHOULD A PIPE EXCEED 7HE ALLOWABLE D£fIEVM,, THE CON7RACTOR SHALL REPLACE 7HOSE PIPES
AND RETLcST THE SEC17CW
J) EYX/1WWr- IrS7)NO SHALL BE GO -NO -GO PULL 7HR000H OAGES OF A TYPE APPROVED BY THE Q?Y A METAL OR
PLASTIC GAUGING RWO OF O/AMET£R EOUAL 70 95X Or THE SPECIM AVERAGE WAX PIPE D/AMiF SHALL BE
107H EACH GAGE:
4) THE CONTRACTOR SHALL fURN/SH 7EST7NG E'QUlPMENr AND PERSGWNEI AND M irWM 7Hf REWIRED 7ESTS: 7ES7:S
MUST Be WITNESSED BY ary PERSONNEL.
5) USE Or MECHANICAL PULLING DEWAES /S NOT PeRmI rro. tlnn
B) DEREC770W 7ES77HO SHALL NOT BE PEwoRMEO UNTIL THE CITY OF CARMEL TESTATI
COMPLETED AND ACCEP7E 7R�f7VCH BACKML HAS BEEN STANDARD DETAILS SPECIFICATIONS
IN PLACE FOR AT LEAST SO D Y1 cats Jw%wy n�eo �w. N,� T. w. e,,, y, w4 1k..4rq N«n« ma
L
e
e
CONCRETE SPECIFICATIONS
1) MATERIALS
A) CEMENT: ASW C150 TYPE / OR #
B) AOMEGA IE.• AS 7M CJJ
C) ADM /X7URES•
1. AIR &MA /NING.• ASTM C160
Z neiR.• AASY•170 M2 :1
J PROM /B/Tf0 ADM I=RES C�TAIN#VG MOREETNAN a05X MLaNDf Ol STURES
ARE NOT Amur 7E0
D) GLASS A CGWGyPE7E SHALL BE AS FMLOW37
28 -DAY CAMPRE/SgSTEI�E STRENOW (PST) 1300 RA w a 45
MINI MaviwT CANTE7VT T (POUNDS/CY) 564
stump (INCHES) 2-4
AIR CONTENT 6. ox
f) PRE`MOCOfO .oNr n7LLER: ASPHALT 77PE IN CONFORMANCE Wt7H ASW D994,
W.R. MEADOWS SEAL 710H4,, GYP EOUAI,
F) REINFORCING BARS• ASW A615 OR ASW A816, &TADE 60
=0'
a
Powment
---- -- Select Excavated Materlol Or Sooc/ol �1 Approved Excavated Material
Bockf#1 Hand Tomped In 6' Loyers Unless Otherwise Directed
Note: Select Excavated Mater/ol Or Special Bockfill
Shall Be Placed Under All Pavements And
Wfthln The Lknils Shown Above.
Special 8ock/1ll Shall Conform To /NDOT 211.02h
Select Excavated Material Shall Be Approved By Enpineer.
Sir
to
In' Mtn, finished
V'w
t -0'
Povanrnf
_
ment Mortar
f,-tw
/sthp RMps
!785'A
in. 12' Max.
J' -J'
Relnl. Concrete
till
Eeernlrie Cone
21-S'
Top A.S. T.M. C478
id'
Note: 5' -0' Dlo. M.H. 's
J' 6'
Require rrans /t/on
r)Po I-
Sections.
4' -0' D/a for
W
Sewers 18'
J -11"
it Smoller
Precast Bose - Section
r}Pr y_
A.S. rM, C478
1' -0 Dka far
a
Sower 21'
I 3' -60
& JO'
6'
Nbtert/pht nex/b/e „bhb
Shah' Be Res -Sedl (Prke
Bros.), Lock dbht (Interpoce
Co.), Kor- N -Seol (U.S
Class 'A' Cone. Ppe), Or Equal.
Cana Fbl `7
° 4w
4 —_
d
CITY OF CARMEL r TYPE I & ii
STANDARD DETAILS MANHOLES
al« Jenny If" SWO Net To We Dr o.e op �. � 0tve4 NeT« ep
Note: Preformed But)Y Rubber
StaYant Between MH Adbstk[p
Rhps May Be Usrd In Usu Of
Cement Mortar
Channel Shelf Unless
Otherwise OMected
onels
Mo.
I ANUAMU Ut I AILa JtU l IUNAL FLAN
�n,r«y If10 twMr Not To fete wen bolors.. i5a.wing No" G4
MH nwne s Cover
Neenah R-1042, Or Equal
for Ntrf"ghf stallat/ons
Neenah R- 1916 -F, Or Equal
1M' Mtn. f7nished
/ Powrrnont
"Ad)/stlnp —N. H10 7hroaded Rod (4 Repd)
RAvps
• q 2- H*xlh' Preformed Bufyl
Rubber Sealant Strps, Concrete
SoJlant Inc. r)pe CS -SD? Or
Equal In Eoch Joktt.
E/ata
Precast Concrete Catch
Bosh May Be Used /n
Lieu Of Masonry Construction
Shown. Provide 6' to 12"
Of Adbolinp Rhys.
not dote
Top Of Costknp E /evrrllon
As Shown On Drowlnys
And Frome Lead To Moh Lho -
FLAT GRATE — PLAN
Invert Vevat /on-
As Requlred
ro• I Square 11 a• 4-
- Expdn
/on t Joht
(T 000
r I L Concrete Curb
East Jordan 704A
or equal
CURB GRATE — PLAN
�6
j4 0 /2 EW-
rop R Batton,
SECTION
b
CITY OF CARMEL CATCH BASIN
STANDARD DETAILS DETAIL
Dale J«wwy tee soul« Not To two Dro n Ir � Dro.Mq N.. Cti
SEWER PIPE
1) ALL SEWtR PIPE SHALL BE PVC PIPE MIN. SVR Jd
2) FAR PIPE 15- INCHES D/AM£7ER AND wALLER. PIPE, nr W4 AND .0N)WO SMIUS SHALL CONFORM ro AS7M 0 -10.74
EXCEPT 7HA r THE STANDARD DYMiN376W RA AO OF 7HE OuME DVAMENR Or 7HE PW TO WALL 7NlCKNESS MALL NOT
Exam ,TS
J) FAR P/PE /B- INCHES DIAMETER AND LARGER. PIPE f7777NO4 AND ,ON77NO SYSTEMS SHALL CONFORM 712 ASM r -679
WTH A T -1 WALL 7MCKNESS
4) ovr SYSTEMS SHALL Of ELASMWE77/C SEAL (GAS(Er) TYPE.. SEALS SHALL Ca*-O M 70 ASW F-477 REOWREMENIS
,CYNT MATERIALS A/VIO 7ES7WG SHALL CGWfOiRM rO A= D-J212 Aff1Q lPfWNM
5) AU SE'RNCE COWHEC77 NS SHALL BE MADE USNG A WYE ANO A BENID. 7EES SHALL BE USED ONLY AS DIRECTED
BY 7HE ary 7ErS AND WYES SHALL BE DYE CAST OR FAC7WY FABRI►CAIED. ALL SERWCE PIPE SHALL Be SW ja
6) CGWN£C77GWS 70 E4S7WNG P/P1NG SHALL BE MADE USNG nE,1 &E REPAIR COUPLINGS BY PFRNCO OR EQUAL.
11140 i NO 00
giawa
4" of imp
bf(�4.EIi/t(AfC
0
e�
CITY OF CARMEL PIPE
STANDARD DETAILS SPECIFICATIONS
■ deee.y IM eve MM To bee pirew er Jw •alt `awl Nre« Ckli
ALL WVU MAIN AND SEVER PIPING SHALL BE 71:V D IN ACCORDANCE W17H INDIANA CODE AND IDEM
RE MA 17ONS
AIR PRffSVRE ACCEPTANCE TEST
1) CQVTRACrOR SHALL PREFORM AN AIR PRESSURE 7ESr ON ALL ORAWTY SEDER PIPE IN ACCORDANCE Wt7H AS7M F -1417
SPECV70A 17ONS
T) 7HE GOW7RACr W SHALL FURNISH ALL EOU/PM£NT, MA7ERIALS, LABOR, AND CONDUCT me TfSr UNDER
019S><RVAMN OF drY PERSONAL.
J) MrST MEINQQ
A) LOW PRESSURE AIR TEST MEltlao SHALL BE WE IWE PRESSURE DROP METHOD,
THE PRE3wRE USE'0 IN 7HE 7>rST wAa B£ 7Hf STATED PRESSURE mrAin THAN THE AVE'RAOF BACK PRESSURE
OF ANY GROUND WfA TE'R ABOVE THE PIPE:
THE 77Mf RETJtIIRED fw 1NE PRESSURE IN THE 7ESr SE'CAAN rO DROP 1.0 pslp SHALL BE MEASWED USING A
STW WA 7CN. IF INC AME EXCEEDS WE 77Mf DETERMINED FROM A57M F -1417 7HE SEC770N FAITS
FORGE MAIN AND WA7F'R MANN PRESSURE AND LEAKAGE 7FSTS
!)AND LEAK TEST ON ALL MAINS UNDER 7Hf LABOR, N AND NA ON OF q7Y P RSONAL RY FAR THE HYDROSTATIC PRESSURE
2) 7ESrS PRESSURE SHALL Of 100 PS OR 150X Or NORMAL PIPE OPERA WO PRESSURE, WH ICH EVER /S GREATER.
J) LEAKAGE 7E ST PREsSI'/RE SHALL NOT BE LESS 7NAN 7HE MAXIMUM OPMA IWO PRESSURE' or 7HE PIPE:
THE DURA17AN or THE LEAKAAf TEST SMALL NOT BE LESS THAN TWt7 HOURS ALLOWABLE LEAKAGE SHALL NOT
EXGIEEO 9 poll?h Or PIPE DIAMETER PER MILE Or PIPE /H 24hr.
DE7'LfCIIAN TEST OF PVC SEVER PIPE
1) ,Wj jZ . LAG t1MEC71oN- &T'ORE fWAL ACCEPTANCE OF SEWER L#VES; ALL SCC77ONS Of' SENfR PIPE 6- INCHES AND
LARGER SPEC0E0 DIAMETER SHALL Of MEASURED FOR WR77M RING DinfCP W BY THE CONTRACTOR AND W7NESSED
BY THE Pry. MAXIMUM DEFLECAON UNDER FULL LOAD SHALL NOr EYAE£D 5X Or WE ASW DESYGNATED AWRAGEE INSYDE
DIAMETFR AS DE7SRM#VED BY THE LABORATORY FOR THE SFEGYf/ED PbP/IVGi
J) rAIL lRES- SHOULD A PIPE EXCEED 7HE ALLOWABLE D£fIEVM,, THE CON7RACTOR SHALL REPLACE 7HOSE PIPES
AND RETLcST THE SEC17CW
J) EYX/1WWr- IrS7)NO SHALL BE GO -NO -GO PULL 7HR000H OAGES OF A TYPE APPROVED BY THE Q?Y A METAL OR
PLASTIC GAUGING RWO OF O/AMET£R EOUAL 70 95X Or THE SPECIM AVERAGE WAX PIPE D/AMiF SHALL BE
107H EACH GAGE:
4) THE CONTRACTOR SHALL fURN/SH 7EST7NG E'QUlPMENr AND PERSGWNEI AND M irWM 7Hf REWIRED 7ESTS: 7ES7:S
MUST Be WITNESSED BY ary PERSONNEL.
5) USE Or MECHANICAL PULLING DEWAES /S NOT PeRmI rro. tlnn
B) DEREC770W 7ES77HO SHALL NOT BE PEwoRMEO UNTIL THE CITY OF CARMEL TESTATI
COMPLETED AND ACCEP7E 7R�f7VCH BACKML HAS BEEN STANDARD DETAILS SPECIFICATIONS
IN PLACE FOR AT LEAST SO D Y1 cats Jw%wy n�eo �w. N,� T. w. e,,, y, w4 1k..4rq N«n« ma
L
e
e
CONCRETE SPECIFICATIONS
1) MATERIALS
A) CEMENT: ASW C150 TYPE / OR #
B) AOMEGA IE.• AS 7M CJJ
C) ADM /X7URES•
1. AIR &MA /NING.• ASTM C160
Z neiR.• AASY•170 M2 :1
J PROM /B/Tf0 ADM I=RES C�TAIN#VG MOREETNAN a05X MLaNDf Ol STURES
ARE NOT Amur 7E0
D) GLASS A CGWGyPE7E SHALL BE AS FMLOW37
28 -DAY CAMPRE/SgSTEI�E STRENOW (PST) 1300 RA w a 45
MINI MaviwT CANTE7VT T (POUNDS/CY) 564
stump (INCHES) 2-4
AIR CONTENT 6. ox
f) PRE`MOCOfO .oNr n7LLER: ASPHALT 77PE IN CONFORMANCE Wt7H ASW D994,
W.R. MEADOWS SEAL 710H4,, GYP EOUAI,
F) REINFORCING BARS• ASW A615 OR ASW A816, &TADE 60
=0'
a
Powment
---- -- Select Excavated Materlol Or Sooc/ol �1 Approved Excavated Material
Bockf#1 Hand Tomped In 6' Loyers Unless Otherwise Directed
Note: Select Excavated Mater/ol Or Special Bockfill
Shall Be Placed Under All Pavements And
Wfthln The Lknils Shown Above.
Special 8ock/1ll Shall Conform To /NDOT 211.02h
Select Excavated Material Shall Be Approved By Enpineer.
Sir
to
I 'W'` I
.1' -9"
V'w
t -0'
or
4'
p,
P-1,
f,-tw
4'
r0'
J =6'
J' -J'
4'
till
1, -10
21-S'
4'
id'
J' -0'
J' 6'
N"
Thor
W
t!'
J -11"
J' -4'
6"
J4"
1 4' -J'
Jt•6'
6-
J7"
I 3' -60
1,11'
6'
JO'
5-9w
4�_ jw
$a
Js•
e� -J-
s �i•
6.
�4J'
a =r1•
e'
6' Layrfe'ro Ppe cetnlwfhe
7, -4.
p"
t7t "
fro'
6 -0"
___.
�_
6'
6e"
0. -r'
e'
71"
6' -6"
t0'
76"
!D =J"
t 0"
I =0' MhAnum —
thoYttunbed ptvurtd
ExlttAgp Pewmont Sae
cvt strepnt Eee
spoo/e/ BMW lhdr
Powmont 4iwt 0*8
Or Mole EYd"If Twwod
h 6' Ldl4v,
4;eom foaimy Shay
con mrin to bteor tu.otb
TRENCH SCHEDULE
we rab/i Is rr AS7M O -JOJA Nall Th1anets
Clove Mkt JO rr 6'-!S" Me' ASIA!
F-970 1W lhhatneov Wen r-1 fbr
16 =Jdt fr arbor noxhle Ppµ
Mhh►Wn 7hnoh Wdth V' Shd MOet
Mowlcotww'a RoWlrements.
undetw6#4 £rte
I
i
Alotrla/ Md 7 h>rtrtao
rAwvw
unn
CITY OF CARMEL TRENCH DETAIL &
STANDARD DETAILS 'TRENCH SCHEDULE
Dele: ja" I NY too* hall Not re fool. Drown In 'b0" Nmrr D,owh Nam*: Cw!
[nglnsu,, Nt. q
A MIN. 6" DIA. PIPE CLEANOUT SHALL
BE INSTALLED WITHIN THREE (3) FEET
OF OUTSIDE BUILDING WALL. A PLUG
SPECIFIED BY THE PIPE MANUFACTURER
SHALL BE USED TO ENSURE 100°
WATERTIGHTNESS.
1 1/8 BEND
S FROM
BUILDING
(TYPICAL)
TRUNK LINE
LATERAL MINIMUM
SIZE = 6"
�1 /8 BEND
BUILDING
LATERAL
MINIMUM
SIZE = 6"
COMPACTION OF GRANULAR
BACKFILL IS CRITICAL UNDER
WYE AND BEND. IF PROPER
COMPACTION CANNOT BE
ACHIEVED, PLACE A MIN. OF
6" OF CLASS B CONCRETE
AROUND 1/8 BEND.
SERVICE WYE
PLAN VIEW
1" C. I. LOCATOR
ROD OR MAGNETIC
TAPE INSTALLED PER
SECTION 7.02 -C
ALL = _ 30°
btLL HULtb bNALL BE
PROVIDED UNDER PIPE
00 �NAN . P
1" SURFACE #11 OR #12 ��P � \STE 'y0�►
W..-O
3" BINDER #9 %i0.
* ` 10000418
STATE OF •/
�'�`'•'• /NDIA10- - "'
8" BASE #5D F�s)ONAL .'
WELL COMPACTED, WELL DRAINED SUBGRADE
TYPICAL PAVEMENT SECTION
WITHIN RIGHT —OF —WAY
VARIFq IgFF PI ANSI
ELEVATION
C?
SERVICE CONNECTION
FOR SHALLOW SEWERS
(LESS THAN 15' DEEP)
DW POINT
F GUTTER
0.5"
'RADE AGGREGATE
H VARIES
NOTES:
EXPANSION JOINTS ARE REQU :RED AT STORM INLETS.
CONTRACTION JOINTS SHOULD BE INSTALLED AT
10 FOOT SPACINGS.
SPACING SHALL BE 5 FEET ON CURVE RADII.
CONTRACTION JOINTS SHALL BE _TOOLED OR SAWN
IN CONTINUOUSLY POURED CURBS TO A DEPTH
OF V2" MINIMUM.
TYPICAL ROLL CURB DETAIL
WITH REVERSED SLOPE GUTTER
a
oe
INTEGRAL WALK AND CURB DETAIL
T
TACTILE WARNING
ON BASE C04" CONCRETE SLAB ON FILL
i° + SECTION A--A
HANDICAPPED RAMP DETAIL FROM 6" CURB
S. SN
V�•''C,�sTE''••F�
* ' 19800417
���FS •!II!DI AN�.•�'G���
.n
2 CC Q U)
(D 3;:
0 co
w
Q
C) CM
�L c
CL
OB
W
tr
a
�
Q
£xconoted A/otrAv h fhpowd
Q
Artov LfMots Ofhwvko Ot octod
II Q
_
0
Ne/w Lhder £x/sthp Sear.rt Mar Lhoo,
Z
V
Got Lhor, TM�oAono Aa le And'
t.
Y.
J
W
voetrkal co . 0000 INfh
& w/r sedwf Metwiw to The
Cenfrr/ho Of fie 0doithp Uiflfy
Thor
W
Q
for l�exblo Ppe MINI U/d Or ProAlo, WaNt
eJ
Q
Oronulr AodA p MetwAol Shot Be P/ocod
0
--. And Hand romped h 0 Lows To A MhMum
Q
W
Of i =O' Abow Pot
,.�
••.
;;,� :•
� •oi•
Bed Ppe h *#441od f,Yonular
IL
Beo'dhp MetrlW Hond romped M
6' Layrfe'ro Ppe cetnlwfhe
8edslhp Meterlal Sha# Carnwm
"M' "a t/' At
To /HOOT ACUOt, Sko No. 6
Tcp 0/ Ppe
}`
. No 1. W N the ANX4'"UM MWM fr np/d Ppes.
'U' to 7Ae Alhbnym NWth rr nex,bh Ppos
In Aocardanoe Wth ASW 0 -tJ 21.
unn
CITY OF CARMEL TRENCH DETAIL &
STANDARD DETAILS 'TRENCH SCHEDULE
Dele: ja" I NY too* hall Not re fool. Drown In 'b0" Nmrr D,owh Nam*: Cw!
[nglnsu,, Nt. q
A MIN. 6" DIA. PIPE CLEANOUT SHALL
BE INSTALLED WITHIN THREE (3) FEET
OF OUTSIDE BUILDING WALL. A PLUG
SPECIFIED BY THE PIPE MANUFACTURER
SHALL BE USED TO ENSURE 100°
WATERTIGHTNESS.
1 1/8 BEND
S FROM
BUILDING
(TYPICAL)
TRUNK LINE
LATERAL MINIMUM
SIZE = 6"
�1 /8 BEND
BUILDING
LATERAL
MINIMUM
SIZE = 6"
COMPACTION OF GRANULAR
BACKFILL IS CRITICAL UNDER
WYE AND BEND. IF PROPER
COMPACTION CANNOT BE
ACHIEVED, PLACE A MIN. OF
6" OF CLASS B CONCRETE
AROUND 1/8 BEND.
SERVICE WYE
PLAN VIEW
1" C. I. LOCATOR
ROD OR MAGNETIC
TAPE INSTALLED PER
SECTION 7.02 -C
ALL = _ 30°
btLL HULtb bNALL BE
PROVIDED UNDER PIPE
00 �NAN . P
1" SURFACE #11 OR #12 ��P � \STE 'y0�►
W..-O
3" BINDER #9 %i0.
* ` 10000418
STATE OF •/
�'�`'•'• /NDIA10- - "'
8" BASE #5D F�s)ONAL .'
WELL COMPACTED, WELL DRAINED SUBGRADE
TYPICAL PAVEMENT SECTION
WITHIN RIGHT —OF —WAY
VARIFq IgFF PI ANSI
ELEVATION
C?
SERVICE CONNECTION
FOR SHALLOW SEWERS
(LESS THAN 15' DEEP)
DW POINT
F GUTTER
0.5"
'RADE AGGREGATE
H VARIES
NOTES:
EXPANSION JOINTS ARE REQU :RED AT STORM INLETS.
CONTRACTION JOINTS SHOULD BE INSTALLED AT
10 FOOT SPACINGS.
SPACING SHALL BE 5 FEET ON CURVE RADII.
CONTRACTION JOINTS SHALL BE _TOOLED OR SAWN
IN CONTINUOUSLY POURED CURBS TO A DEPTH
OF V2" MINIMUM.
TYPICAL ROLL CURB DETAIL
WITH REVERSED SLOPE GUTTER
a
oe
INTEGRAL WALK AND CURB DETAIL
T
TACTILE WARNING
ON BASE C04" CONCRETE SLAB ON FILL
i° + SECTION A--A
HANDICAPPED RAMP DETAIL FROM 6" CURB
S. SN
V�•''C,�sTE''••F�
* ' 19800417
���FS •!II!DI AN�.•�'G���
.n
2 CC Q U)
(D 3;:
0 co
w
Q
C) CM
�L c
CL
OB
W
tr
a
�
Q
z
Q
Q
II Q
_
0
W
Z
V
t.
Y.
J
W
u
o�
Q
W
Q
z
eJ
Q
0
Q
W
Q
Wo
IL
Mgt
W
F
V
tI�
Z
V
tJ
c'n
C
Y �1' 0- LL h•wi
} Z Qr
z N � N
w
u°ovr�
co
Uri P z cis
Z
un
00
m LL .4
a
a
c IG Cr A u s
CL t]..
DATE: JULY 23,1999
SCALE: 1" 40'
PROJECT NO. 111-1187
SHEET NO.
0108
1187det.dgn